pb-2011-00088_0009.jpg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( PLSC20 10 - -- - 29 -9 PLSC 20STNO 100C 3 truss )
Top chord 2x8 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #2
:Lt Wedge 2x6 SP #1::Rt Wedge 2x6 SP #1:
Trusses to be spaced at 120.0" OC maximum.
IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24" OC.
SEE CLEARY BUILDING CORP. DRAWINGS FOR BEARING ATTACHMENT
AND BOTTOM CHORD BRACING DETAILS. THIS DESIGN APPLIES TO
BOTH OPEN WALL AND ENCLOSED WALL BUILDINGS.
CAMBER TRUSS 0.5" AT CENTERLINE
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R
U
O
b
O
O
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10X12=
W
3X5 "` 3X5
3
r � 3 w
0 -0
4-8-10
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0 -3 -0
1 0 1 0
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T D]
H0715= 5X5= K512= 5X5= H0715°
r
E
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1< 7 -11 -3 _�_ 6 -11 -5 _�, 6 -11 -5 I_ 7 -11 -3
10 -1 -5 9 -6 -6 fi 10 -1 -5
L 14 -10 -8 14 -10 -8 "
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29 -9 -0 Over 2 Supports o
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R =3737 W =5.5" R =3737 W =5.5"
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Design Crit: TPI- 2002(STD)
d S , ���i i L
PLT TYP. 20 Gauge HS,K,WAVE C /RT= 1.00(1.00)/l0(10) 8 ��'Jl:1 WI /- /1 /- / - /R /F Scale = .275 " /Ft.
"WARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 A 0 0 TC LL 2D . D PSF REF R7054- 1798
NORTH LEE STREET. SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 +
• //11[[��at� •
ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS C8 A 06 TC DL 4.0 PSF DATE 01/06/09
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE r
A PROPERLY ATTACHED RIGID CEILING. FELDMANN
• • r,'1 BC DL 1 .0 PSF DRW MOUSR7054 09006004
" IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS ■
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS �. E -6934 ` ` BC LL 0. PSF MO - ENG DJ R /FK
ALPINE IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES.
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE • •
CONNECTOR PLATES ARE MADE OF 20/18/16CA (W,H /SS /K) ASTM A553 GRADE 40/60 (W, K /H.SS) GALV. STEEL. APPLY A M . • TOT. LD . 25.0 PSF REV
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA -Z. v� R •M • . . •W
ANY INSPECTION OF PLATES FOLLOWED By (1) SHALL BE PER ANNEX A3 OF TP11 -2002 SEC.3. A SEAL ON THIS
ITW Building Components Group, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT � r FOF NEBRP DUR. FAC. 1 .15
FROM RJD
Earth Cin , MO 63045 BUSLDING S
OES IGNERTH ERSUITABIL
t SEC, USE 1, /! / / / /' / E OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ` � ` `M�
WI COA #2902 - 01 I SPAC I NG 120. 0" JREF- 1 T037054ZO2